Share:

I-64 WBL over Dry Creek and CR 50

Map

Coordinates:
+37.79178, -80.29309
37°47'30" N, 80°17'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-64 WBL over Dry Creek and CR 50
Structure number:00000000013A166
Location:4.03 Miles E. of CR 60/14
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:189.0 ft. [57.6 m]
Total length:464.9 ft. [141.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:72.2 ft. [22.0 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,540 [as of 2015]
Truck traffic:28% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairFair554069.0
May 2016FairFairFairFair554069.0
May 2014FairFairFairFair425069.0
May 2013FairFairFairSatisfactory425069.0
May 2012FairFairFairSatisfactory550069.0
June 2011FairFairFairSatisfactory550069.0
May 2010FairFairFairSatisfactory550068.2
June 2009FairFairFairSatisfactory700068.0
September 2008FairFairFairSatisfactory710068.0
January 2007FairFairFairSatisfactory625068.1
September 2004FairFairFairSatisfactory600064.0
August 2002FairFairFairSatisfactory550068.2
September 2000FairFairFairSatisfactory525068.3
September 1998FairSatisfactoryFairSatisfactory475069.3
October 1996FairGoodSatisfactorySatisfactory425080.5
September 1994FairGoodSatisfactorySatisfactory385080.6
September 1992FairGoodFairSatisfactory460068.0
October 1990FairGoodFairFair680067.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9269050210
Steel Protective Coatingsq. ft.44,81844,7467200
Steel Stringerlinear ft.1,3771,3590180
Steel Protective Coatingsq. ft.8,2898,12816100
Deck
Reinforced Concrete Decksq. ft.16,06516,065000
Wearing Surfacessq. ft.13,77013,770000
Superstructure
Steel Floor Beamlinear ft.5404800600
Steel Protective Coatingsq. ft.13,76513,7056000
Substructure
Reinforced Concrete Pier Walllinear ft.4036040
Reinforced Concrete Abutmentlinear ft.109802540
Reinforced Concrete Pier Caplinear ft.72620100
Joints
Assembly without Seal Jointlinear ft.7070000
Bearings
Movable Bearingeach60060
Steel Protective Coatingsq. ft.2442000
Fixed Bearingeach20110
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,8361,836000
Reinforced Concrete Bridge Raillinear ft.918918000